1984Unpublished venueRequires access

Highway bridge live loads

G H Brameld

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Abstract

The National Association of Australian State Road Authorities (NAASRA) is currently rewriting the bridge design specification in limit states format, thus requiring a rational approach to the formulation of the design live loads. A direct simulation model, based on a 1979 truck mass survey is presented. Multiple presence of trucks, both in a single lane and for multilane elastic response of the bridge is then calculated by passing a train of loads across a set of influence lines. Bridges with up to four lanes, and up to three continuous spans can be analysed (a).

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What this paper is about

The National Association of Australian State Road Authorities (NAASRA) is currently rewriting the bridge design specification in limit states format, thus requiring a rational approach to the formulation of the design live loads. A direct simulation model, based on a 1979 truck mass survey is presented. Multiple presence of trucks, both in a single lane and for multilane elastic response of the bridge is then calculated by passing a train of loads across a set of influence lines. Bridges with up to four lanes, and up to three continuous spans can be analysed (a).

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Available abstract

The National Association of Australian State Road Authorities (NAASRA) is currently rewriting the bridge design specification in limit states format, thus requiring a rational approach to the formulation of the design live loads. A direct simulation model, based on a 1979 truck mass survey is presented. Multiple presence of trucks, both in a single lane and for multilane elastic response of the bridge is then calculated by passing a train of loads across a set of influence lines. Bridges with up to four lanes, and up to three continuous spans can be analysed (a).

Key concepts: Bridge (graph theory), Truck, Transport engineering, Engineering, State highway, Span (engineering), Structural engineering, Civil engineering

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